MeyerFire
  • Blog
  • Forum
  • TOOLKIT
    • ALL TOOLS
    • BUY THE TOOLKIT
  • UNIVERSITY
    • ALL COURSES
    • JOIN THE UNIVERSITY
  • PE Exam
    • PE Forum & Errata
    • PE Store
    • PE Tools
    • PE PREP SERIES
    • PE Old Questions
  • LOGIN
    • TOOLKIT-ONLY LOGIN
    • UNIVERSITY LOGIN
  • STORE
  • OUR CAUSE
    • ABOUT MEYERFIRE
    • JOB OPENINGS
    • BECOME AN INSTRUCTOR
    • HELP/SUPPORT
Picture

A Pitot Pressure Greater than Static Pressure?

2/14/2025

19 Comments

 
I have a project for which someone else did the flow test for me. At the test hydrant, I have a static of 69 psi and a residual of 64 psi at an elevation of 238'.

​According to the
information I was given at the flow hydrant, I have a static of 24 psi and a pitot of 25 psi at an elevation of 308'. With a coefficient of .90, they show a flow of 839 gpm.

My question is - do you think it is acceptable to use a flow test showing a pitot reading higher than the static read at the same hydrant?


Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
Picture
19 Comments
Dan
2/14/2025 08:14:08 am

Static at the flow hydrant should be identical to static at the test hydrant minus the elevation difference. A 70 ft elevation difference would yield a pressure delta of 30.31 psi. Your static at the higher elevation should be 38.69 psi. This is possibly a typo and I would ask for clarification from the testing party, or conduct a retest.

Reply
Patrick Spillane link
2/14/2025 08:16:08 am

It does seem a little odd. It would depend on what they are using as the "Nozzle" to measure the flow. I would confirm with them the device using for the measurement.

If they are using a Hose Monster, or other device with a known coefficeincy or K factor, then the hydrant butts coefficiency is irrelevant.

You can always contact Hose Monster for code and tech support.

Reply
Jesse
2/14/2025 08:16:13 am

Yep that's not a problem. The pitot measures or quantifies a different element of the water supply system. The static pressures measures the outward pressure the water provides while static or stationary. i.e. not moving.

Thje pitot pressure measures the dynamic pressure, or the velocity of the water.

The residual measures the outward pressure against the pipe when flowing.

So basically three different measurements all taken together to form a snapshot of the water supply characteristics at that moment in time.

Reply
Matt C
2/14/2025 08:17:36 am

Pressure and Velocity pressure aren't the same thing. If the idea of the residual number being higher bothers you then just express it in gpm rather than psi pitot. It's also easier for the layman to understand flow in gpm rather than wrap their head around two units representing two different things that look similar on paper.

Reply
Randy Kimbro
2/14/2025 08:18:20 am

I agree with Dan. Not only that, but the pitot reading should never be higher than the static reading. Since water is flowing with the pitot reading, that reading is theoretically impossible. As an AHJ, I would require a retest with us witnessing the process.

Reply
Leighton
2/14/2025 11:07:16 am

I bet the water supply has a pump that kicks on while a flow condition is happening. Or some other type of system in place.

Reply
Joe M
2/14/2025 08:21:54 am

Additional I would like to know if liquid filled gauges were use and if there were calibrated within the last year.

Is this a private or public main?

I assume no fire pump but if this is a public main a Water Department pump may have turned on., but not likely with those numbers.

Was the test for a sprinkle design or fire flow? If fire flow, I would use the 4-inch outlet or 2 -2 1/2 outlets to get a higher flow rate

Reply
Glenn Berger
2/14/2025 08:25:38 am

As others have said - Static pressure and pitot pressure measurements at the same hydrant are uniquely different. No issues with using those readings.

I would however review historically data ONLY to verify if the readings are consistent from previous tests.

Reply
Casey Milhorn
2/14/2025 08:37:11 am

Agree with most everyone else. Not an issue. I will add, too many people will try and use a residual pressure reading and equate that to a pitot reading. Though sometimes similar readings, it is NOT the same. Always get an actual pitot pressure to determine flow.

Also, I have had instances where my residual actually ticked up just a hair during flow tests when pumping stations are involved. The station recognized a large flow and loss of pressure and kicked on.

Lastly, that is a large difference from the static at the gauge hydrant to the static at the flow hydrant. Wouldn't hurt to confirm the elevation difference using google earth.

Reply
Franck
2/14/2025 08:47:30 am

Static and residual pressures are information related to the fire mains. They shouldn not be taken at the hydrant that is flowing.
The pitot pressure is not related to residual pressure. It is a measurement of the flow.
In your case, the flow is quite high (more than 800 gpm), so it is quite logical to have a high pitot pressure (for the flow measurement).
It is only surprising to have a measure of pressure at the flowing hydrant as this one is normally only use for flowing water and in no case to measure a pressure. Was it really static (i.e. before flowing) or some kind of mix between residual and the passing flow if pressure was taken while flowing?

I know that a common mistake is to use only one hydrant to make all measures.
First static. And then residual at the same time as the flow measurement. But this does not work, and the "residual" pressure obtained is generally much lower than the actual residual pressure because of the dynamic flow inside the hydrant.
Correct procedure is to flow one hydrant (and measure flow with pitot tube) and use a sprinkler riser or another hydrant to measure static and residual pressure.

Reply
Jose Figueroa
2/14/2025 08:49:34 am

Velocity pressure (Pitot Reading) is independent of static pressure. I cannot observe the diameter of the nozzle, and I find no issues with the test results. Thank you.

Reply
Jack G
2/14/2025 10:00:57 am

It sounds like the following might be affecting your test.
1. Improper alignment of the pitot in the stream or distance issues from the outlet.
2. Possible blockage in the supply down to the second hydrant from sediment.
3. Possible closed hydrant valve, always count your turns.
4. Possible pitot clogged from prior test at higher outlet.
5. Air trapped in the system,
6. Low pressure in the main .
7. Should have tried a stream straightener on the outlet.
8. Check for clogs or damage in the gauges or pitot. ( I remove the gauges and blow compressed air into the devises )
I m guessing #5 and #6.

Reply
Robert Hughes
2/14/2025 10:20:46 am

The guages used are not micrometers, and are prone to vibration.
1 psi differential is more accuracy than most guages provide.

Reply
Pete H
2/14/2025 10:38:25 am

Seems fine.... any chance you can measure flow at the hydrant in GPM and see if it is in line with the Pitot reading at that static?

Reply
Dave L.
2/14/2025 10:39:03 am

I can't overstate (so I'm going to repeat it) what was mentioned above about making sure the gauges have been calibrated within the last year. Ours go in same time every year (just took mine in yesterday) and it is not unusual for one to need calibration, and last year one was found to be unrepairable. (And if I'm going to put my name on it, the report would be more presentable.)

Reply
Jerry Clark
2/14/2025 11:59:16 am

No, it is not acceptable to use a flow test where the pitot reading is higher than the static pressure at the same hydrant. This suggests an error in measurement or recording.

The pitot gauge measures the velocity pressure of the flowing water. The static pressure represents the pressure in the system before flow occurs. If the pitot pressure is higher than the static pressure at the same hydrant, it would indicate that the velocity pressure is exceeding the available system pressure, which is physically impossible.

I would hazard that the static pressure at the flow hydrant may have been misread or the pitot reading may not have been taken correctly. It could also be if the 24 psi static was actually measured at a different location, it may not reflect the true pressure at the flow hydrant.

I've also had issues before if the hydrant or nozzle was not fully opened or if there were obstructions, it could lead to misleading pitot readings.

I would have them verify the current data, or just have them perform the test over and recalculate. In short, the test results as reported do not appear reliable, and I would recommend a re-evaluation before using this data for hydraulic analysis.

Reply
Ivan J. Humberson
2/17/2025 11:28:13 am

As some others have noted, it very well may be the gauges were not accurate. Look at line #11 - the test hydrant is noted to be at 238' elevation, and the Flow hydrant at 308' (70' higher). That 70' elevation difference should work out to be a 30 psi lower static pressure at the flow hydrant, compared to the static pressure at the test hydrant. The static reading (24 psi) is 45 psi lower than the static at the test hydrant. Something is amiss - I would have the contractor re-do the flow test and, if possible, witness the flow test.

Reply
Jerry Graupman
2/19/2025 10:50:06 am

Pitot pressure can NEVER be higher than static pressure.

If it is, something was measured incorrectly or a gauge is wrong.

An alternate term for pitot pressure is "total" pressure, which means it's the sum of dynamic pressure and static pressure. Total pressure is always the same, it only changes with how fast a fluid is moving, unless you add energy to it with a pump or fan.

Since there's no addition of energy when it goes from inside to outside the hydrant, the total pressure cannot go up. What's happening when water exits the hydrant is energy is being shifted completely from static to dynamic.. Since there is no vessel to hold it in, static pressure goes to zero and everything is converted to dynamic pressure (with some friction loss)

Reply
Freddie Bell link
2/20/2025 12:42:11 am

Sometimes, errors with readings and calculations are made. There are many potential causes.

Recently, I received a fire hydrant flow test indicating 2.5" outlet #1 was 34 psi and outlet #2 was 24 psi.

In my case, paperwork reviews are enlightening.

Reply



Leave a Reply.

    SUBMIT A QUESTION
    Picture
    Why Sponsor?

    ALL-ACCESS

    Picture
    GET ALL OUR TOOLS

    SUBSCRIBE

    Subscribe and learn something new each day:
    I'm Interested In:

    COMMUNITY

    Top Dec '25 Contributors
    Picture
    Picture
    Picture
    Picture
    Picture
    Picture
    Picture
    Picture
    Picture
    Picture
    SEE LEADERBOARD

    YOUR POST

    SUBMIT A QUESTION

    PE EXAM

    Get 100 Days of Free Sample Questions right to you!
    SIGN ME UP!

    FILTERS

    All
    A1171
    ABA
    ADA
    ASCE 7
    ASME A17.1
    ASTM E1354
    Blog Thread
    Daily Discussion
    Design-documents
    EN 12259-1
    EN 12845
    Explosion Protection
    Explosion-protection-prevention
    Fire Detection And Alarm Systems
    Fire Dynamics
    Flammable And Combustible Liquids
    Flammable-combustible-liquids
    FM Global
    Human-behavior
    IBC
    ICC 500
    IEBC
    IFC
    IMC
    IPC
    IRC
    ISO
    Means Of Egress
    NBC
    NFPA 1
    NFPA 10
    NFPA 101
    NFPA 11
    NFPA 110
    NFPA 1142
    NFPA 1221
    NFPA 13
    NFPA 13D
    NFPA 13R
    NFPA 14
    NFPA 15
    NFPA 16
    NFPA 17A
    NFPA 20
    NFPA 2001
    NFPA 214
    NFPA 22
    NFPA 220
    NFPA 24
    NFPA 241
    NFPA 25
    NFPA 291
    NFPA 30
    NFPA 307
    NFPA 30B
    NFPA 31
    NFPA 33
    NFPA 37
    NFPA 400
    Nfpa-409
    Nfpa-415
    Nfpa-45
    Nfpa-495
    NFPA 497
    NFPA 5000
    NFPA 502
    NFPA 54
    NFPA 55
    NFPA 654
    NFPA 68
    NFPA 70
    NFPA 701
    NFPA 72
    NFPA 75
    NFPA 770
    NFPA 82
    NFPA 850
    NFPA 855
    NFPA 90A
    NFPA 92
    NFPA 96
    NICET
    OBC
    OSHA
    Passive Building Systems
    PE Prep Guide
    PE Prep Series
    PE Sample Problems
    Poll
    Smoke Management
    Special Hazard Systems
    UFC 3-600-01
    UFC 4-021-01
    UFC 4-211-01
    UPC
    Updates
    Water Based Fire Suppression
    Weekly Exams


    ARCHIVES

    January 2026
    December 2025
    November 2025
    October 2025
    September 2025
    August 2025
    July 2025
    June 2025
    May 2025
    April 2025
    March 2025
    February 2025
    January 2025
    December 2024
    November 2024
    October 2024
    September 2024
    August 2024
    July 2024
    June 2024
    May 2024
    April 2024
    March 2024
    February 2024
    January 2024
    December 2023
    November 2023
    October 2023
    September 2023
    August 2023
    July 2023
    June 2023
    May 2023
    April 2023
    March 2023
    February 2023
    January 2023
    December 2022
    November 2022
    October 2022
    September 2022
    August 2022
    July 2022
    June 2022
    May 2022
    April 2022
    March 2022
    February 2022
    January 2022
    December 2021
    November 2021
    October 2021
    September 2021
    August 2021
    July 2021
    June 2021
    May 2021
    April 2021
    March 2021
    February 2021
    January 2021
    December 2020
    November 2020
    October 2020
    September 2020
    August 2020
    July 2020
    June 2020
    May 2020
    April 2020
    March 2020
    February 2020
    January 2020
    December 2019
    November 2019
    October 2019
    September 2019
    August 2019
    July 2019
    June 2019
    May 2019
    April 2019
    March 2019
    February 2019
    January 2019
    December 2018
    November 2018
    October 2018
    September 2018
    August 2018
    July 2018
    June 2018
    May 2018
    November 2017
    October 2017
    September 2017
    August 2017
    July 2017
    June 2017
    November 2016
    October 2016
    July 2016
    June 2016


    PE PREP SERIES

    SEE LEADERBOARD

    SEARCH THE FORUM

    RSS Feed

Picture
​Home
Our Cause
The Blog
The Forum
PE Exam Prep
The Toolkit

MeyerFire University
​Pricing
Login
​Support
Contact Us
Picture

MeyerFire.com is a startup community built to help fire protection professionals shine.
Our goal is to improve fire protection practices worldwide. We promote the industry by creating helpful tools and resources, and by bringing together industry professionals to share their expertise.

​MeyerFire, LLC is a NICET Recognized Training Provider and International Code Council Preferred Education Provider.

All text, images, and media ​Copyright © 2016-2025 MeyerFire, LLC

We respect your privacy and personal data. See our Privacy Policy and Terms of Service. 
The views, opinions, and information found on this site represent solely the author and do not represent the opinions of any other party, nor does the presented material assume responsibility for its use. Fire protection and life safety systems constitute a critical component for public health and safety and you should consult with a licensed professional for proper design and code adherence.

Discussions are solely for the purpose of peer review and the exchange of ideas. All comments are reviewed. Comments which do not contribute, are not relevant, are spam, or are disrespectful in nature may be removed. Information presented and opinions expressed should not be relied upon as a replacement for consulting services. Some (not all) outbound links on this website, such as Amazon links, are affiliate-based where we receive a small commission for orders placed elsewhere.

  • Blog
  • Forum
  • TOOLKIT
    • ALL TOOLS
    • BUY THE TOOLKIT
  • UNIVERSITY
    • ALL COURSES
    • JOIN THE UNIVERSITY
  • PE Exam
    • PE Forum & Errata
    • PE Store
    • PE Tools
    • PE PREP SERIES
    • PE Old Questions
  • LOGIN
    • TOOLKIT-ONLY LOGIN
    • UNIVERSITY LOGIN
  • STORE
  • OUR CAUSE
    • ABOUT MEYERFIRE
    • JOB OPENINGS
    • BECOME AN INSTRUCTOR
    • HELP/SUPPORT